CN113123448B - High-strength bamboo corridor multi-dimensional rapid erection method - Google Patents
High-strength bamboo corridor multi-dimensional rapid erection method Download PDFInfo
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- CN113123448B CN113123448B CN202110423170.0A CN202110423170A CN113123448B CN 113123448 B CN113123448 B CN 113123448B CN 202110423170 A CN202110423170 A CN 202110423170A CN 113123448 B CN113123448 B CN 113123448B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0046—Loggias
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
- E04C2/16—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of fibres, chips, vegetable stems, or the like
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/167—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
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- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention relates to a high-strength bamboo corridor multi-dimensional rapid erection method, which belongs to the technical field of bamboo corridors and comprises the following operation steps: the first step is as follows: the upper end and the lower end of a plurality of adjacent wall bamboo raft are mutually connected and fixed by hoops. The second step is that: two rows of wall body components are symmetrically distributed in a vertical inserting mode with the ground, and then the upper ends of the wall body components are bound and fixedly connected with the hoops through connecting cross rods. The third step: the upper end of the connecting cross rod is provided with a top beam. The fourth step: the upper end of the side ceiling is provided with a cover rod which is inserted and embedded with the upper end of the top beam, and the two ends of the cover rod are hermetically connected with the ceiling by waterproof glass cement. Has the characteristics of simple operation, quick and convenient erection and high structural strength. Solves the problem of long construction period of multidimensional setting up of the bamboo corridor. The fifth step: the lower inner side of the wall bamboo raft is inserted with a stool frame, the upper end of the stool frame is placed and bound with a plurality of bamboo poles to form a long corridor seat, and the lower end of the long corridor seat is provided with a drainage device which is fixedly connected with the stool frame.
Description
Technical Field
The invention relates to the technical field of bamboo corridors, in particular to a high-strength bamboo corridor multi-dimensional rapid erection method.
Background
The bamboo has various varieties, such as moso bamboo, hemp bamboo, arrow bamboo, etc. Perennial gramineae, bambusoideae, with wood and herbs in most part, are distributed most intensively in tropical and subtropical areas, east asia, southeast asia, indian ocean and pacific islands, have many varieties, some are low and grass-like, some are tall like big trees, grow quickly, are plants growing fastest in the world, bamboo is very tough, and many materials are also made of bamboo.
In the construction process of the bamboo building, the bamboo gallery makes full use of the natural characteristics of the bamboo and the advantages of the bamboo such as the good and straight stiffness, straight texture, toughness and compactness. The bamboo gallery is easy to process and manufacture, meanwhile, the requirement on construction is low, the requirements on materials and environment are low when the bamboo gallery is constructed, the bamboo gallery can be directly constructed in many places, and harsh early-stage requirements and the like are not needed, so that the bamboo gallery is a great choice in many cases.
The bamboo gallery has the advantages that the played effect is good, the bamboo gallery can be used for people to have a rest, play and the like when playing, the bamboo gallery is very comfortable, the good effect can be played when the bamboo gallery is built in many places, and the bamboo gallery is an outdoor bamboo structure building with high practicability.
Disclosure of Invention
The invention mainly solves the defects of low erection speed and low structural strength in the prior art, and provides a high-strength bamboo corridor multi-dimensional rapid erection method which has the characteristics of simple operation, rapid and convenient erection and high structural strength. Solves the problem of long construction period of multidimensional setting up of the bamboo corridor.
The technical problem of the invention is mainly solved by the following technical scheme:
a high-strength bamboo corridor multi-dimensional rapid erection method comprises the following operation steps:
the first step is as follows: and processing a wall body assembly, and connecting and fixing the upper end and the lower end of a plurality of adjacent wall bamboo raft by using hoops.
The second step is that: the two rows of wall assemblies and the ground are symmetrically distributed in a vertical insertion mode, then the upper end of each wall assembly is bound with the connecting cross rod and the hoop and fixedly connected, the lower end of the connecting cross rod and the wall assemblies are bound through the inclined strut connecting rod, and the lower portion of the inclined strut connecting rod and the wall assemblies are fixedly connected through the fixing pressing rod.
The third step: the top beam is erected at the upper end of the connecting cross rod, a plurality of supporting rods which are distributed at equal intervals are bound between the top beam and the connecting cross rod, the side ceiling is bound between the two ends of the connecting cross rod and the top beam, and the lower end of the side ceiling is fixed through a plurality of reinforcing inclined supporting rods which are distributed at equal intervals.
The fourth step: the upper end of the side ceiling is provided with a cover rod which is inserted and embedded with the upper end of the top beam, and the two ends of the cover rod are hermetically connected with the ceiling by waterproof glass cement.
The fifth step: the lower inner side of the wall bamboo raft is inserted with a stool frame, the upper end of the stool frame is placed and bound with a plurality of bamboo poles to form a long corridor seat, and the lower end of the long corridor seat is provided with a drainage device which is fixedly connected with the stool frame.
Preferably, a plurality of bamboo poles are placed in a wall bamboo raft machining bedplate, compression rods are inserted into a plurality of pairs of side ear plates at the upper ends of two sides of the machining bedplate, the upper ends of the bamboo poles are cut into vertical bamboo poles, then the lifting frame is adjusted to enable the screw rod rotating shaft and the insertion rods to be concentric in drilling, then the hole saw assembly and the screw rod rotating shaft are connected in an inserting and embedding mode, locking is carried out through locking gear nuts, and then the driving motor is started to drive the hole saw assembly to drill the vertical bamboo poles in the machining bedplate.
Preferably, the inserted link drilling hole is communicated with the upper end face of the processing table board, the inserted link is inserted between the upper portion and the lower portion of the vertical bamboo poles after the vertical bamboo poles are drilled, the wall bamboo raft on the wall bamboo raft processing table board is erected vertically to the ground through a lifting oil cylinder on the erection device rack after the inserted link is completed, and the ear plate seats are hinged and fixed between the lifting oil cylinder and the upper portion of the wall bamboo raft processing table board, between the lifting oil cylinder and the erection device rack, and between the lower portion of the wall bamboo raft processing table board and the erection device rack.
Preferably, the stool frame is vertically supported by a pair of stool frame upright rods and the ground, a stool frame supporting rod inserted and embedded with the inserted rod is connected between the two stool frame upright rods, and the stool frame supporting rod and the stool frame upright rods are in penetrating type sleeve joint through the stool frame connecting rod.
Preferably, the hole saw assembly is used for drilling holes in the vertical bamboo poles through a hole saw, the hole saw is connected with the screw rod rotating shaft through a handle rod, the hole saw is internally inserted and embedded with the handle rod through a positioning guide drill bit for drilling and positioning, and the positioning guide drill bit is sleeved with a buffer spring for buffering the hole saw drilling process.
Preferably, the side ceiling adopts the staggered distribution of the transverse wide bamboo strips and the transverse narrow bamboo strips, the staggered distribution of the longitudinal wide bamboo strips and the longitudinal narrow bamboo strips, the crossed sinking and floating interweaving among the transverse wide bamboo strips, the longitudinal wide bamboo strips and the longitudinal narrow bamboo strips, and the transverse narrow bamboo strips, the longitudinal wide bamboo strips and the longitudinal narrow bamboo strips to form the side ceiling.
Preferably, the drainage device adopts a mode that the upper end cambered surface of a bamboo rod is cut off to form a bamboo rod drainage channel, two ends of the bamboo rod drainage channel are inserted and embedded with side hanging rods, a steel rope is bound with the stool frame and the side hanging rods to enable the bamboo rod drainage channel to be fixed below the gallery seat, and a limiting pin rod is inserted and embedded outside the side hanging rods to limit the steel rope.
Preferably, a plurality of longitudinal partition rods which are distributed at equal intervals are bound at the upper end of the connecting transverse rod, and then a plurality of transverse partition rods which are distributed at equal intervals are bound at the upper end of the longitudinal partition rods. The structure of the longitudinal and transverse partition rods can be hung with vine plants, and heat insulation and temperature reduction are carried out in the burning sun; or hanging various props on the holidays to increase the holiday atmosphere.
The invention can achieve the following effects:
compared with the prior art, the invention provides a high-strength bamboo corridor multi-dimensional rapid erecting method which has the characteristics of simple operation, rapid and convenient erection and high structural strength. Solves the problem of long construction period of multidimensional setting up of the bamboo corridor.
Drawings
Fig. 1 is a schematic structural view of the present invention.
Fig. 2 is a schematic structural view of the side ceiling of the present invention.
Figure 3 is a schematic view of the construction of the wall assembly of the present invention.
Fig. 4 is a schematic structural view of the wall bamboo raft of the invention.
Fig. 5 is a schematic view of the structure of the drainage apparatus of the present invention.
Fig. 6 is a schematic structural view of the stool frame of the present invention.
Fig. 7 is a schematic structural view of the wall bamboo raft setting device of the invention.
Fig. 8 is a schematic structural view of the wall bamboo raft processing bedplate of the invention.
Fig. 9 is a schematic structural view of the wall bamboo raft borer of the present invention.
Figure 10 is a schematic view of the construction of the hole saw assembly of the present invention.
In the figure: wall component 1, connecting cross rods 2, longitudinal partition rods 3, side ceilings 4, cover rods 5, top beams 6, supporting rods 7, transverse partition rods 8, fixing compression rods 9, diagonal bracing connecting rods 10, reinforcing diagonal bracing rods 11, stool frames 12, drainage devices 13, long corridor seats 14, transverse wide bamboo strip 15, longitudinal wide bamboo strip 16, longitudinal narrow bamboo strip 17, transverse narrow bamboo strip 18, wall bamboo raft 19, hoop 20, vertical bamboo rod 21, inserted rod 22, limiting pin rod 23, steel rope 24, bamboo rod drainage channel 25, side hanging rods 26, stool frame vertical rods 27, stool frame supporting rods 28, stool frame connecting rods 29, lifting oil cylinders 30, ear plate seats 31, wall bamboo raft processing bedplate 32, erecting device frames 33, side ear plates 34, compression rods 35, inserted rod drilling holes 36, processing bedplate 37, lifting frame 38, driving motors 39, lead screw rotating shafts 40, locking gear nuts 41, hole saw components 42, hole saws 43 and handle rods 44, a buffer spring 45 for positioning the pilot bit 46.
Detailed Description
The technical scheme of the invention is further specifically described by the following embodiments and the accompanying drawings.
Example (b): as shown in fig. 1-10, a high-strength bamboo corridor multi-dimensional rapid erection method comprises the following operation steps:
the first step is as follows: and (3) processing the wall body assembly 1, and connecting and fixing the upper end and the lower end of 8 groups of adjacent wall bamboo raft 19 by using hoops 20.
The method comprises the steps of placing 9 bamboo poles into a wall bamboo raft processing table plate 32, inserting pressing rods 35 into 2 pairs of side ear plates 34 at the upper ends of two sides of a processing table plate 37, cutting the upper ends of the bamboo poles to form vertical bamboo poles 21, adjusting an elevator frame 38 to enable a lead screw rotating shaft 40 to be concentric with a plug rod drilling hole 36, inserting and embedding a hole saw assembly 42 and the lead screw rotating shaft 40 into connection, locking the hole saw assembly by a locking gear nut 41, and then starting a driving motor 39 to drive the hole saw assembly 42 to drill the vertical bamboo poles 21 in the processing table plate 37. The hole saw assembly 42 adopts a hole saw 43 to drill the opposite bamboo pole 21, the hole saw 43 is connected with the lead screw rotating shaft 40 through a handle rod 44, a positioning guide drill 46 is inserted into the hole saw 43 and embedded with the handle rod 44 to perform drilling positioning, and the positioning guide drill 46 is sleeved with a buffer spring 45 to buffer the drilling process of the hole saw 43.
The insert rod drilling holes 36 are communicated with the upper end face of the processing bedplate 37, after the vertical bamboo poles 21 are drilled, the insert rods 22 are inserted between the upper portions and the lower portions of the 9 vertical bamboo poles (21), after the insert rods 22 are completed, the wall bamboo raft 19 on the wall bamboo raft processing bedplate 32 is erected vertically to the ground through the lifting oil cylinders 30 on the erection device frame 33, and the ear plate seats 31 are hinged and fixed between the lifting oil cylinders 30 and the upper portion of the wall bamboo raft processing bedplate 32, between the lifting oil cylinders 30 and the erection device frame 33, and between the lower portion of the wall bamboo raft processing bedplate 32 and the erection device frame 33.
The second step is that: two rows of wall assemblies 1 are symmetrically distributed in a vertical inserting mode with the ground, then the upper ends of the wall assemblies 1 are bound and fixedly connected with hoops 20 through connecting cross rods 2, 20 longitudinal partition rods 3 distributed at equal intervals are bound at the upper ends of the connecting cross rods 2, and then transverse partition rods 8 distributed at equal intervals are bound at the upper ends of the longitudinal partition rods 3 through 120. Bind fixed connection through bracing connecting rod 10 between 2 lower extremes of connecting horizontal pole and wall body subassembly 1, adopt fixed depression bar 9 to consolidate between bracing connecting rod 10 lower part and wall body subassembly 1 and be connected.
The third step: the upper ends of the connecting cross rods 2 are provided with top beams 6, a plurality of supporting rods 7 which are distributed at equal intervals are bound between the top beams 6 and the connecting cross rods 2, the two ends of the connecting cross rods 2 are bound with the top beams 6 to form side ceilings 4, the side ceilings 4 are distributed in a mode that transverse wide bamboo strips 15 and transverse narrow bamboo strips 18 are staggered, longitudinal wide bamboo strips 16 and longitudinal narrow bamboo strips 17 are staggered, the transverse wide bamboo strips 15, the longitudinal wide bamboo strips 16, the longitudinal narrow bamboo strips 17, the transverse narrow bamboo strips 18, the longitudinal wide bamboo strips 16 and the longitudinal narrow bamboo strips 17 are crisscrossed to form the side ceilings 4. The lower ends of the side ceilings 4 are fixed through a plurality of reinforcing inclined supporting rods 11 which are distributed at equal intervals.
The fourth step: the upper end of the side ceiling 4 is provided with a cover rod 5 which is inserted and embedded with the upper end of the top beam 6, and the two ends of the cover rod 5 are hermetically connected with the ceiling 4 by waterproof glass cement.
The fifth step: the inner side of the lower part of the wall bamboo raft 19 is inserted with the stool frame 12, the stool frame 12 is vertically supported with the ground by adopting a pair of stool frame upright rods 27, a stool frame support rod 28 inserted with the insertion rod 22 is connected between the two stool frame upright rods 27, and the stool frame support rod 28 and the stool frame upright rods 27 are in through type sleeve joint through a stool frame connecting rod 29. 4 bamboo poles are placed and bound at the upper end of the stool frame 12 to form a gallery seat 14, and a drainage device 13 connected and fixed with the stool frame 12 is arranged at the lower end of the gallery seat 14.
The drainage device 13 adopts bamboo poles to cut off the cambered surface of the upper end to form a bamboo pole drainage channel 25, the two ends of the bamboo pole drainage channel 25 are inserted and embedded with the side hanging rods 26, the steel ropes 24 are bound with the stool frame 12 and the side hanging rods 26, so that the bamboo pole drainage channel 25 is fixed below the gallery seat 14, and the limiting pin rods 23 are inserted and embedded outside the side hanging rods 26 to limit the steel ropes 24.
In conclusion, the high-strength bamboo corridor multi-dimensional rapid erection method has the characteristics of simplicity in operation, rapidness and convenience in erection and high structural strength. Solves the problem of long construction period of multidimensional setting up of the bamboo corridor.
The above description is only an embodiment of the present invention, but the structural features of the present invention are not limited thereto, and any changes or modifications within the scope of the present invention by those skilled in the art are covered by the present invention.
Claims (8)
1. A high-strength bamboo corridor multi-dimensional rapid erection method is characterized by comprising the following operation steps:
the first step is as follows: processing a wall body assembly (1), and connecting and fixing the upper end and the lower end of a plurality of adjacent wall bamboo raft (19) by using hoops (20);
the second step: the two rows of wall assemblies (1) are vertically and symmetrically distributed with the ground in an inserting mode, then the upper ends of the wall assemblies (1) are bound and fixedly connected with the hoops (20) through the connecting cross rods (2), the lower ends of the connecting cross rods (2) are bound and fixedly connected with the wall assemblies (1) through the inclined strut connecting rods (10), and the lower portions of the inclined strut connecting rods (10) are fixedly connected with the wall assemblies (1) through the fixing compression rods (9);
the third step: a top beam (6) is erected at the upper end of the connecting cross rod (2), a plurality of supporting rods (7) which are distributed at equal intervals are bound between the top beam (6) and the connecting cross rod (2), a side ceiling (4) is bound between the two ends of the connecting cross rod (2) and the top beam (6), and the lower end of the side ceiling (4) is fixed through a plurality of reinforcing inclined supporting rods (11) which are distributed at equal intervals;
the fourth step: a cover rod (5) inserted and embedded with the upper end of the top beam (6) is arranged at the upper end of the side ceiling (4), and the two ends of the cover rod (5) are hermetically connected with the side ceiling (4) by waterproof glass cement;
the fifth step: the inner side of the lower part of the wall bamboo raft (19) is inserted with a stool frame (12), a plurality of bamboo poles are placed and bound at the upper end of the stool frame (12) to form a long corridor seat (14), and the lower end of the long corridor seat (14) is provided with a drainage device (13) which is connected and fixed with the stool frame (12).
2. The method for multi-dimensional rapid erection of high-strength bamboo corridors as claimed in claim 1, characterized in that: the method comprises the steps of placing a plurality of bamboo poles into a wall bamboo raft processing bedplate (32), inserting compression rods (35) into a plurality of pairs of side ear plates (34) at the upper ends of two sides of the processing bedplate (37), cutting the upper ends of the bamboo poles into bamboo poles (21), adjusting a lifting rack (38), enabling a screw rod rotating shaft (40) to be concentric with an inserting rod drilling hole (36), inserting and embedding a hole saw assembly (42) and the screw rod rotating shaft (40) for connection, locking the hole saw assembly by using a locking gear nut (41), and starting a driving motor (39) to drive the hole saw assembly (42) to drill the vertical bamboo poles (21) in the processing bedplate (37).
3. The method of claim 2, wherein the method comprises the following steps: the inserted bar drill holes (36) are communicated with the upper end face of the processing bedplate (37), the inserted bars (22) are inserted between the upper and lower parts of a plurality of vertical bamboo poles (21) after the vertical bamboo poles (21) are drilled, the wall bamboo raft (19) on the wall bamboo raft processing bedplate (32) is erected vertically with the ground through the lifting oil cylinders (30) on the erection device frame (33) after the inserted bars (22) are completed, and the lug plate seats (31) are hinged and fixed between the lifting oil cylinders (30) and the upper part of the wall bamboo raft processing bedplate (32), between the lifting oil cylinders (30) and the erection device frame (33), and between the lower part of the wall bamboo raft processing bedplate (32) and the erection device frame (33).
4. The method of claim 3, wherein the method comprises the following steps: the stool frame (12) is vertically supported with the ground by a pair of stool frame upright rods (27), a stool frame supporting rod (28) inserted with the inserting rod (22) is connected between the two stool frame upright rods (27), and the stool frame supporting rod (28) is in through type sleeve joint with the stool frame upright rods (27) through the stool frame connecting rod (29).
5. The method of claim 2, wherein the method comprises the following steps: the hole saw assembly (42) adopts a hole saw (43) to drill a hole on the opposite bamboo pole (21), the hole saw (43) is connected with the screw rod rotating shaft (40) through a handle rod (44), the hole saw (43) is internally inserted and embedded with the handle rod (44) through a positioning guide drill bit (46) to perform drilling positioning, and the positioning guide drill bit (46) is sleeved with a buffer spring (45) to buffer the drilling process of the hole saw (43).
6. The method for multi-dimensional rapid erection of high-strength bamboo corridors as claimed in claim 1, characterized in that: the side ceiling (4) is formed by crisscross distribution of transverse wide bamboo strip (15) and transverse narrow bamboo strip (18), crisscross distribution of longitudinal wide bamboo strip (16) and longitudinal narrow bamboo strip (17), crisscross interweaving of transverse wide bamboo strip (15), longitudinal wide bamboo strip (16) and longitudinal narrow bamboo strip (17), and crisscross interweaving of transverse narrow bamboo strip (18), longitudinal wide bamboo strip (16) and longitudinal narrow bamboo strip (17) to form the side ceiling (4).
7. The method for multi-dimensional rapid erection of high-strength bamboo corridors as claimed in claim 1, characterized in that: drainage device (13) adopt the bamboo pole to cut the upper end cambered surface and form bamboo pole drainage channel (25), and side peg (26) are inserted and inlayed at bamboo pole drainage channel (25) both ends, bind through steel cable (24) and bench frame (12), side peg (26) and make bamboo pole drainage channel (25) fix in gallery seat (14) below, and side peg (26) outside is inserted and is inlayed spacing pin rod (23) and carry on spacingly to steel cable (24).
8. The method for multi-dimensional rapid erection of high-strength bamboo corridors as claimed in claim 1, characterized in that: a plurality of longitudinal spacer rods (3) which are distributed at equal intervals are bound at the upper end of the connecting transverse rod (2), and a plurality of transverse spacer rods (8) which are distributed at equal intervals are bound at the upper end of the longitudinal spacer rods (3).
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Denomination of invention: Multi-dimensional fast erection method of high-strength bamboo corridor Effective date of registration: 20221104 Granted publication date: 20220520 Pledgee: Zhejiang Xiaoshan Rural Commercial Bank Co.,Ltd. Xincheng Sub branch Pledgor: Hangzhou Jinyi Construction Group Co.,Ltd. Registration number: Y2022330002904 |
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